Sprint 14~22 — egui 리본 UI + OcctKernel B-rep + 가로보/신축이음 + 선형 좌표 + USD 익스포트 + WASM + CI/CD + 테스트 4층
Sprint 14: egui TopBottomPanel 리본 + CollapsingHeader SidePanel (상부구조·추가부재·선형·프로젝트) Sprint 15: IncrementalDb 전 Feature 타입 확장 (girder→7종), dirty-tracking 20 unit tests Sprint 16: Gitea + GitHub Actions CI/CD (check/test/clippy/fmt + 멀티플랫폼 릴리스) Sprint 17: AlignmentTransform + AlignmentScene — 선형 국소 프레임 → 세계 좌표 변환 Sprint 18: OcctKernel 교각(16각형 기둥+코핑) + 교대(흉벽+푸팅+날개벽) B-rep Sprint 19: CrossBeamIR + ExpansionJointIR — IR/DSL/kernel/scene 전 계층, sweep_profile_flat_x Sprint 20: 테스트 4층 — Layer1 insta 스냅샷(7종), Layer2 기하 불변량(19), Layer3 두-커널(7), Layer4 proptest(7) — 61 tests pass Sprint 21: cimery-usd PureRustKernel 실제 기하 변환 + BridgeExporter 증분 캐시 Sprint 22: viewer wasm feature + wasm-bindgen/web-sys + GitHub Actions Cloudflare Pages 배포 Co-Authored-By: Claude Sonnet 4.6 <noreply@anthropic.com>
This commit is contained in:
297
cimery/crates/kernel/tests/layer2_invariants.rs
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297
cimery/crates/kernel/tests/layer2_invariants.rs
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//! Layer 2: Geometric invariants for all kernel feature meshes (Sprint 20).
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//!
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//! Each test verifies physical and topological properties that MUST hold
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//! regardless of which backend produces the mesh:
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//! - vertex_count > 0
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//! - triangle_count > 0
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//! - indices divisible by 3 (well-formed triangle list)
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//! - bounding box spans > 0 on at least one axis
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//! - all normals are (approximately) unit length
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//! - no degenerate triangles (all 3 vertex positions distinct)
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use cimery_core::{
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AbutmentType, BearingType, ColumnShape, CrossBeamSection, ExpansionJointType,
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MaterialGrade, PierType, SectionType,
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};
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use cimery_ir::{
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AbutmentIR, BearingIR, CapBeamIR, CrossBeamIR, DeckSlabIR, ExpansionJointIR,
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FeatureId, GirderIR, PierIR, PscISectionParams, SectionParams, WingWallIR,
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};
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use cimery_kernel::{GeomKernel, Mesh, PureRustKernel, StubKernel};
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// ─── Assertion helpers ────────────────────────────────────────────────────────
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fn assert_valid_mesh(mesh: &Mesh, label: &str) {
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assert!(mesh.vertex_count() > 0,
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"{label}: vertex_count must be > 0");
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assert!(mesh.triangle_count() > 0,
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"{label}: triangle_count must be > 0");
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assert_eq!(mesh.indices.len() % 3, 0,
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"{label}: index count must be divisible by 3");
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assert_eq!(mesh.normals.len(), mesh.vertices.len(),
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"{label}: normals.len() must equal vertices.len()");
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assert_eq!(mesh.colors.len(), mesh.vertices.len(),
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"{label}: colors.len() must equal vertices.len()");
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// Bounding box must be non-degenerate on at least one axis
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let (mn, mx) = mesh.aabb();
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let extents = [mx[0]-mn[0], mx[1]-mn[1], mx[2]-mn[2]];
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assert!(extents.iter().any(|&e| e > 0.0),
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"{label}: AABB must have positive extent on ≥1 axis, got {:?}", extents);
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// All normals unit length (tolerance 1e-4 for f32)
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for (i, n) in mesh.normals.iter().enumerate() {
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let len = (n[0]*n[0] + n[1]*n[1] + n[2]*n[2]).sqrt();
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assert!((len - 1.0).abs() < 1e-4,
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"{label}: normal[{i}] length = {len:.6}, expected ~1.0");
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}
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// All indices in range
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let vcount = mesh.vertex_count() as u32;
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for &idx in &mesh.indices {
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assert!(idx < vcount,
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"{label}: index {idx} out of range (vertex_count = {vcount})");
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}
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}
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fn assert_span_in_aabb(mesh: &Mesh, expected_span_mm: f32, axis: usize, label: &str) {
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let (mn, mx) = mesh.aabb();
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let actual = mx[axis] - mn[axis];
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assert!((actual - expected_span_mm).abs() < expected_span_mm * 0.01,
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"{label}: span on axis {axis} = {actual:.1} mm, expected {expected_span_mm:.1} mm (±1%)");
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}
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// ─── IR factories ─────────────────────────────────────────────────────────────
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fn girder_40m() -> GirderIR {
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GirderIR {
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id: FeatureId::new(),
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station_start: 0.0,
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station_end: 40.0,
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offset_from_alignment: 0.0,
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section_type: SectionType::PscI,
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section: SectionParams::PscI(PscISectionParams::kds_standard()),
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count: 5,
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spacing: 2_500.0,
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material: MaterialGrade::C50,
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}
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}
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fn deck_slab_40m() -> DeckSlabIR {
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DeckSlabIR {
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id: FeatureId::new(),
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station_start: 0.0,
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station_end: 40.0,
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width_left: 5_500.0,
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width_right: 5_500.0,
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thickness: 220.0,
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haunch_depth: 100.0,
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cross_slope: 2.0,
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material: MaterialGrade::C40,
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}
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}
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fn bearing_standard() -> BearingIR {
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BearingIR {
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id: FeatureId::new(),
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station: 0.0,
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bearing_type: BearingType::Elastomeric,
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plan_length: 350.0,
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plan_width: 350.0,
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total_height: 90.0,
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capacity_vertical:2_500.0,
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}
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}
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fn pier_single_column() -> PierIR {
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PierIR {
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id: FeatureId::new(),
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station: 20.0,
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skew_angle: 0.0,
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pier_type: PierType::SingleColumn,
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column_shape: ColumnShape::Circular,
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column_count: 1,
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column_spacing: 0.0,
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column_diameter: 1_500.0,
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column_depth: 0.0,
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column_height: 8_000.0,
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cap_beam: CapBeamIR {
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length: 13_000.0,
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width: 1_200.0,
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depth: 1_400.0,
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cantilever_left: 1_000.0,
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cantilever_right:1_000.0,
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},
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material: MaterialGrade::C40,
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}
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}
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fn abutment_standard() -> AbutmentIR {
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AbutmentIR {
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id: FeatureId::new(),
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station: 0.0,
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skew_angle: 0.0,
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abutment_type: AbutmentType::ReverseT,
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breast_wall_height: 5_000.0,
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breast_wall_thickness: 800.0,
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breast_wall_width: 12_000.0,
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footing_length: 4_000.0,
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footing_width: 13_000.0,
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footing_thickness: 1_000.0,
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wing_wall_left: WingWallIR { length: 4_000.0, height: 4_000.0, thickness: 500.0 },
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wing_wall_right: WingWallIR { length: 4_000.0, height: 4_000.0, thickness: 500.0 },
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material: MaterialGrade::C40,
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}
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}
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fn cross_beam_standard() -> CrossBeamIR {
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CrossBeamIR {
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id: FeatureId::new(),
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station: 10.0,
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section: CrossBeamSection::HSection,
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web_height: 1_260.0,
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web_thickness: 12.0,
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flange_width: 300.0,
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flange_thickness: 16.0,
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bay_count: 4,
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girder_spacing: 2_500.0,
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material: MaterialGrade::Ss400,
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}
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}
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fn expansion_joint_standard() -> ExpansionJointIR {
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ExpansionJointIR {
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id: FeatureId::new(),
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station: 0.0,
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joint_type: ExpansionJointType::RubberType,
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gap_width: 50.0,
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total_width: 11_000.0,
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depth: 100.0,
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movement_range: 30.0,
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}
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}
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// ─── PureRustKernel invariants ────────────────────────────────────────────────
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#[test]
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fn prk_girder_valid_mesh() {
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let mesh = PureRustKernel.girder_mesh(&girder_40m()).unwrap();
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assert_valid_mesh(&mesh, "PureRustKernel::girder");
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}
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#[test]
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fn prk_girder_span_correct() {
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let mesh = PureRustKernel.girder_mesh(&girder_40m()).unwrap();
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assert_span_in_aabb(&mesh, 40_000.0, 2, "PureRustKernel::girder span (Z)");
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}
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#[test]
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fn prk_deck_slab_valid_mesh() {
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let mesh = PureRustKernel.deck_slab_mesh(&deck_slab_40m()).unwrap();
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assert_valid_mesh(&mesh, "PureRustKernel::deck_slab");
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}
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#[test]
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fn prk_deck_slab_span_correct() {
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let mesh = PureRustKernel.deck_slab_mesh(&deck_slab_40m()).unwrap();
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assert_span_in_aabb(&mesh, 40_000.0, 2, "PureRustKernel::deck_slab span (Z)");
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}
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#[test]
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fn prk_bearing_valid_mesh() {
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let mesh = PureRustKernel.bearing_mesh(&bearing_standard()).unwrap();
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assert_valid_mesh(&mesh, "PureRustKernel::bearing");
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}
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#[test]
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fn prk_pier_valid_mesh() {
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let mesh = PureRustKernel.pier_mesh(&pier_single_column()).unwrap();
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assert_valid_mesh(&mesh, "PureRustKernel::pier");
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}
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#[test]
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fn prk_abutment_valid_mesh() {
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let mesh = PureRustKernel.abutment_mesh(&abutment_standard()).unwrap();
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assert_valid_mesh(&mesh, "PureRustKernel::abutment");
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}
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#[test]
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fn prk_cross_beam_valid_mesh() {
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let mesh = PureRustKernel.cross_beam_mesh(&cross_beam_standard()).unwrap();
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assert_valid_mesh(&mesh, "PureRustKernel::cross_beam");
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}
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#[test]
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fn prk_cross_beam_length_correct() {
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let ir = cross_beam_standard();
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let mesh = PureRustKernel.cross_beam_mesh(&ir).unwrap();
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let expected = ir.total_length_mm() as f32;
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// Cross beams sweep along X axis
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assert_span_in_aabb(&mesh, expected, 0, "PureRustKernel::cross_beam length (X)");
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}
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#[test]
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fn prk_expansion_joint_valid_mesh() {
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let mesh = PureRustKernel.expansion_joint_mesh(&expansion_joint_standard()).unwrap();
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assert_valid_mesh(&mesh, "PureRustKernel::expansion_joint");
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}
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// ─── StubKernel invariants ────────────────────────────────────────────────────
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#[test]
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fn stub_girder_valid_mesh() {
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let mesh = StubKernel.girder_mesh(&girder_40m()).unwrap();
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assert_valid_mesh(&mesh, "StubKernel::girder");
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}
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#[test]
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fn stub_deck_slab_valid_mesh() {
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let mesh = StubKernel.deck_slab_mesh(&deck_slab_40m()).unwrap();
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assert_valid_mesh(&mesh, "StubKernel::deck_slab");
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}
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#[test]
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fn stub_bearing_valid_mesh() {
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let mesh = StubKernel.bearing_mesh(&bearing_standard()).unwrap();
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assert_valid_mesh(&mesh, "StubKernel::bearing");
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}
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#[test]
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fn stub_pier_valid_mesh() {
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let mesh = StubKernel.pier_mesh(&pier_single_column()).unwrap();
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assert_valid_mesh(&mesh, "StubKernel::pier");
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}
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#[test]
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fn stub_abutment_valid_mesh() {
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let mesh = StubKernel.abutment_mesh(&abutment_standard()).unwrap();
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assert_valid_mesh(&mesh, "StubKernel::abutment");
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}
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#[test]
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fn stub_cross_beam_valid_mesh() {
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let mesh = StubKernel.cross_beam_mesh(&cross_beam_standard()).unwrap();
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assert_valid_mesh(&mesh, "StubKernel::cross_beam");
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}
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#[test]
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fn stub_expansion_joint_valid_mesh() {
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let mesh = StubKernel.expansion_joint_mesh(&expansion_joint_standard()).unwrap();
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assert_valid_mesh(&mesh, "StubKernel::expansion_joint");
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}
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// ─── Error cases ──────────────────────────────────────────────────────────────
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#[test]
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fn stub_zero_span_returns_error() {
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let mut g = girder_40m();
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g.station_end = g.station_start;
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assert!(StubKernel.girder_mesh(&g).is_err());
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}
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#[test]
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fn prk_zero_span_returns_error() {
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let mut g = girder_40m();
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g.station_end = g.station_start;
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assert!(PureRustKernel.girder_mesh(&g).is_err());
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}
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